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Showing results for tags 'Supports'.
Found 2 results
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I am just starting with the structural design using ETABS. So that makes me curious if something unusual happens. I have attached a screenshot of my analysis of a beam. It shows that I am having positive moments at support from one side of a support, whereas negative at the other side(which is usual) for the governing design combo. I am just unable to perceive positive moments at support. Just posting it so that members can help me if this is usual or have I done something wrong while modeling. Looking forward for responses.
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how to assign supports in SAP2000???someone said that assign all supports fixed,there is no big difference?how to visualize the supports conditions and whether it really effect the analysis???
